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王莹

信息来源: 暂无 发布日期: 2019-03-18 浏览次数:

王莹(Ying Wang

      助理研究员,博士,硕士生导师

      美国加州注册工程师 (P.E.)

联系方式

      地址:福建省福州市福州大学城乌龙江北大道2号国家大学科技园阳光科技楼南802室,350108

      电话:0591-22865963

      手机:18050131195

      邮箱:wangying763@fzu.edu.cn/ wangying763@outlook.com

研究兴趣

      -混凝土组合结构(Steel-Concrete Composite Structure

      高强材料(High-Strength Materials

      超高性能混凝土(UHPC

      高层建筑设计和分析(Design and Analysis of High-Rise Buildings

      基于性能的抗震设计(Performance Based Seismic Design

科研项目

      广东省滨海土木工程耐久性重点实验室开放基金项目,高强双钢板-超高性能混凝土组合剪力墙受压性能研究,2018/10-2020/10项目负责人

      福州大学引进人才科研启动项目,高强双钢板-超高性能混凝土组合剪力墙受压性能研究,2018/11-2020/10项目负责人

工作经历

      20189至今         助理研究员        福州大学土木工程学院

      201412—20186   高级工程师        WSP USA纽约办公室

      20115—20145   研究助理         美国地震工程模拟网络(NEES

教育背景

      20118—201412   普渡大学        博士

      20107—20118   普渡大学        硕士

      20059—20096   中南大学        学士

学术成果

期刊论文

[1]    Puranam, A., Wang, Y.*, and Pujol, S. (2018). “Estimating drift capacity of reinforced concrete structural walls.” ACI Structural Journal,115(6), 1563-1574. (SCI 四区)

[2]    Wang, Y., Villalobos, E., Pujol, S.*, Al-Washali, H., Suzuki, K., Maeda, M., Takahashi, S. and Ichinose, T. (2016). “On the seismic response of the Faculty of Architecture and Engineering Building at Tohoku University.” Earthquake Spectra, 32(1), 523-545. (SCI二区)

[3]    王莹,高凯恒,俞奎联,林冠东.如何提高水泥石的弹性模量.四川建筑科学研究2009, 35 (6), 231-234

会议论文

[1]    Wang, Y., and Pujol, S. (2014) “The capacity spectrum method: evaluation against the measured response of a nine-story structure.” 10th U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, Anchorage, Alaska, USA. (国际会议)

[2]    Suzuki, K., Al-Washali, H., Maeda, M., Wang, Y., Pujol, S., Ichinose, T. (2013) “Performance of the building of the Faculty of Engineering at Tohoku University during the Great East Japan Earthquake of 2011.” 10th International Conference on Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan. (国际会议)

[3]    Kato, Y., Nagaya, A., Hotta, K., Wang, Y., Takahashi, S., Maeda, M., Pujol, S., Ichinose, T. (2013) “Damage of six-story RC building with coupling beams having aspect ratios larger than 2.0.” 10thInternational Conference on Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan. (国际会议)

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